Alternate Bids Comparison For the January 26, 2007 Bid Opening
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1 Alternate Bids Comparison For the January 26, 2007 Bid Opening Call Number 101 LCCA Factor $154, J1I0926 Asphalt Alternate 11" & 12" SP125B Harrison Concrete Alternate 7" & 8 1/2" NRPCCP Route 35 Length 0.6 Grading & Alt. Pvmts. New Welcome Center Chester Bross Const. Co./C.B. Equipment Inc. pc $5,089, $5,089, % Loch Sand and Construction Co. pc $5,603, $5,603, % Ideker Inc. pc $6,377, $6,377, % Call Number 103 LCCA Factor $161, J1P0760 Asphalt Alternate 10" & 7" BP Daviess Concrete Alternate 8" & 7" NRPCCP Route 6 Length Grading, Alt. Pvmts. & 3 Br. Chester Bross Const. Co. ac $6,660, $6,822, % McAninch Corporation ac $7,049, $7,211, % Columbia Curb& Gutter Co. ac $7,120,409. $7,282, % Ideker Inc. ac $7,133,5.98 $7,295, % Emery Sapp & Sons Inc. ac $7,572, $7,734, % Call Number 201 LCCA Factor $292, J2P0748 Asphalt Alternate 11.5" SP125C Macon Concrete Alternate 8.5" NRPCCP Route 63 Length Grading, Drainage & Alternate Pavements Emery Sapp & Sons, Inc. pc $5,133, $5,133, % Chester Bross Const. Co./C.B. Equipment Inc. ac $5,598, $5,890, % APAC - Missouri, Inc. ac $6,564, $6,857, % Call Number 902 LCCA Factor $654, J9P0364 Asphalt Alternate 13" SP125C Howell Concrete Alternate 9" NRPCCP Length 8.92 Grading, Drainage & Let in Combination with J9P0364L Alternate Pavements Chester Bross Const. Co./C.B. Equipment Inc. pc $14,539, $14,539, % Progressive Contractors Inc. pc $14,658, $14,658, % Emery Sapp & Sons, Inc. pc $14,854, $14,854, % Leo Journagan Construction Co. Inc. ac $15,052, $15,706, % Illinois Valley Paving Co. pc $16,029, $16,029, % Call Number 902 LCCA Factor $547, J9P0364L Asphalt Alternate 13" SP125C Howell Concrete Alternate 9" NRPCCP Length 5.03 Grading, Drainage & Let in Combination with J9P0364 Alternate Pavements Chester Bross Const. Co./C.B. Equipment Inc. pc $9,0, $9,0, % Progressive Contractors Inc. pc $9,514, $9,514, % Emery Sapp & Sons, Inc. pc $10,091,076. $10,091, % Leo Journagan Construction Co. Inc. ac $11,136, $11,683, % Illinois Valley Paving Co. pc $11,111, $11,111, %
2 Life-Cycle Cost Adjustment Worksheet last revised March 2006 J1I0926 $41, Harrison Route 35 Call 101 This Documentation should be filed with all other Final Total Area of Paving SY in the Alternate Pavements Notebook SY Estimated Unit Price for SP125B $64.53 /Ton *Straight Line Interpolation From Published Rates $1.42 /SY $3.07 /SY Total LCCA Adjustment Factor $154,533 For Job Special Provision $154,500 Mill Surface Lift Traveled Way ,370 SY $1.42 $37,4 $20,733 AC Resurfacing Traveled Way ,525 TON $64.53 $162,957 $90,225 Miscellaneous 9.5% 20 1 Price $19, $19,038 $10,541 Mobilization 3.0% 20 1 Price $6, $6,583 $3,6 Construction added costs 9.7% 20 1 Price $21, $21,924 $12,139 Mill Surface Lift - all ,370 SY $1.42 $37,4 $14,118 AC Resurfacing (100%) - all ,525 TON $64.53 $162,957 $61,439 Miscellaneous 9.5% 33 1 Price $19, $19,038 $7,178 Mobilization 3.0% 33 1 Price $6, $6,583 $2,482 Construction added costs 9.7% 33 1 Price $21, $21,924 $8,266 Years in analysis: Total Cost: $495,897 $230,766 Equivalent Uniform Annual Cost: $9,412 Traveled Way Slab Replacements 1.5% SY $ $49,444 $23,615 Diamond Grinding of Traveled Way 25 26,370 SY $3.07 $80,956 $38,665 Miscellaneous 9.5% 25 1 Price $12, $12,388 $5,917 Mobilization 1.9% 25 1 Price $2, $2,713 $1,296 Construction added costs 9.7% 25 1 Price $14, $14,114 $6,741 Years in analysis: Total Cost: $159,614 $76,233 Equivalent Uniform Annual Cost: $3,109
3 J1P0760 $28,6.59 DAVIESS Route 6 Call 103 This Documentation should be filed with all other Final Total Area of Paving SY in the Alternate Pavements Notebook SY 0 SY Estimated Unit Price for BP-1 $46.05 /Ton Estimated Unit Price for BP-1 - Shoulders $0.00 /Ton *Straight Line Interpolation From Published Rates $1.37 /SY $2.39 /SY Total LCCA Adjustment Factor $161,919 For Job Special Provision $161,900 Mill Surface Lift Traveled Way ,058 SY $1.37 $55,009 $30,7 AC Resurfacing Traveled Way ,836 TON $46.05 $176,656 $97,810 Miscellaneous 11.7% 20 1 Price $27, $27,105 $15,007 Mobilization 4.6% 20 1 Price $11, $11,903 $6,591 Construction added costs 10.1% 20 1 Price $27, $27,338 $15,136 Mill Surface Lift - all ,058 SY $1.37 $55,009 $20,740 AC Resurfacing (minus shoulders 6' wide or more) ,836 TON $46.05 $176,656 $66,604 Resurfacing Shoulders 6' wide or more TON $0.00 $0 $0 Miscellaneous 11.7% 33 1 Price $27, $27,105 $10,219 Mobilization 4.6% 33 1 Price $11, $11,903 $4,488 Construction added costs 10.1% 33 1 Price $27, $27,338 $10,307 Years in analysis: Total Cost: $596,022 $277,359 Equivalent Uniform Annual Cost: $11,312 Traveled Way Slab Replacements 1.5% SY $ $75,108 $35,872 Diamond Grinding of Traveled Way 25 40,058 SY $2.39 $95,814 $,761 Miscellaneous 23.0% 25 1 Price $39, $39,312 $18,776 Mobilization 4.9% 25 1 Price $10, $10,301 $4,920 Construction added costs 9.6% 25 1 Price $21, $21,171 $10,112 Years in analysis: Total Cost: $241,707 $115,441 Equivalent Uniform Annual Cost: $4,708
4 J2P0748 $34, Macon Route 63 Call 201 This Documentation should be filed with all other Final Total Area of Paving SY in the Alternate Pavements Notebook SY 0 SY Estimated Unit Price for SP125 $54.69 /Ton Estimated Unit Price for BP-1 - Shoulders $0.00 /Ton *Straight Line Interpolation From Published Rates $1.36 /SY $2.52 /SY Total LCCA Adjustment Factor $292,601 For Job Special Provision $292,600 Mill Surface Lift Traveled Way ,1 SY $1.36 $80,607 $44,630 AC Resurfacing Traveled Way ,693 TON $54.69 $311,339 $172,381 Miscellaneous 11.7% 20 1 Price $, $,858 $25,390 Mobilization 4.6% 20 1 Price $20, $20,139 $11,150 Construction added costs 10.1% 20 1 Price $46, $46,252 $25,609 Mill Surface Lift - all ,1 SY $1.36 $80,607 $30,391 AC Resurfacing (minus shoulders 6' wide or more) ,693 TON $54.69 $311,339 $117,383 Resurfacing Shoulders 6' wide or more TON $0.00 $0 $0 Miscellaneous 11.7% 33 1 Price $, $,858 $17,290 Mobilization 4.6% 33 1 Price $20, $20,139 $7,593 Construction added costs 10.1% 33 1 Price $46, $46,252 $17,438 Years in analysis: Total Cost: $1,008,390 $469,255 Equivalent Uniform Annual Cost: $19,139 Traveled Way Slab Replacements 1.5% SY $ $111,471 $53,239 Diamond Grinding of Traveled Way 25 59,1 SY $2.52 $150,084 $71,681 Miscellaneous 23.0% 25 1 Price $60, $60,158 $28,732 Mobilization 4.9% 25 1 Price $15, $15,764 $7,529 Construction added costs 9.6% 25 1 Price $32, $32,398 $15,473 Years in analysis: Total Cost: $369,874 $176,654 Equivalent Uniform Annual Cost: $7,205
5 J9P0364 $36, Howell Call 902 This Documentation should be filed with all other Final Total Area of Paving SY in the Alternate Pavements Notebook SY 0 SY Estimated Unit Price for SP125 $53.66 /Ton Estimated Unit Price for BP-1 - Shoulders $0.00 /Ton *Straight Line Interpolation From Published Rates $1.41 /SY $2.42 /SY Total LCCA Adjustment Factor $654,688 For Job Special Provision $654,700 Mill Surface Lift Traveled Way ,600 SY $1.41 $177,096 $98,054 AC Resurfacing Traveled Way ,028 TON $53.66 $6,419 $357,353 Miscellaneous 11.7% 20 1 Price $96, $96,234 $53,283 Mobilization 4.6% 20 1 Price $42, $42,262 $23,400 Construction added costs 10.1% 20 1 Price $97, $97,062 $53,741 Mill Surface Lift - all ,729 SY $1.41 $247,778 $93,419 AC Resurfacing (minus shoulders 6' wide or more) ,028 TON $53.66 $6,419 $243,340 Resurfacing Shoulders 6' wide or more TON $0.00 $0 $0 Miscellaneous 11.7% 33 1 Price $104, $104,504 $39,401 Mobilization 4.6% 33 1 Price $, $,894 $17,303 Construction added costs 10.1% 33 1 Price $105, $105,403 $39,740 Years in analysis: Total Cost: $2,207,073 $1,019,033 Equivalent Uniform Annual Cost: $41,561 Traveled Way Slab Replacements 1.5% 25 1,884 SY $ $235,500 $112,476 Diamond Grinding of Traveled Way ,600 SY $2.42 $303,952 $1,169 Miscellaneous 23.0% 25 1 Price $124, $124,074 $59,258 Mobilization 4.9% 25 1 Price $32, $32,513 $15,528 Construction added costs 9.6% 25 1 Price $66, $66,820 $31,913 Years in analysis: Total Cost: $762,858 $364,3 Equivalent Uniform Annual Cost: $14,860
6 J9P0364L $40, Howell Call 902 This Documentation should be filed with all other Final Total Area of Paving SY in the Alternate Pavements Notebook. 900 SY SY Estimated Unit Price for SP125 $54.87 /Ton Estimated Unit Price for BP-1 - Shoulders $50.80 /Ton *Straight Line Interpolation From Published Rates $1.41 /SY $2.42 /SY Total LCCA Adjustment Factor $547,252 For Job Special Provision $547,300 Mill Surface Lift Traveled Way ,500 SY $1.41 $133,2 $73,775 AC Resurfacing Traveled Way ,050 TON $54.87 $496,556 $274,931 Miscellaneous 11.7% 20 1 Price $73, $73,687 $40,799 Mobilization 4.6% 20 1 Price $32,360. $32,360 $17,917 Construction added costs 10.1% 20 1 Price $74, $74,321 $41,150 Mill Surface Lift - all ,704 SY $1.41 $185,703 $70,015 AC Resurfacing (minus shoulders 6' wide or more) ,050 TON $54.87 $496,556 $187,215 Resurfacing Shoulders 6' wide or more ,701 TON $50.80 $86,418 $32,582 Miscellaneous 11.7% 33 1 Price $89, $89,935 $33,908 Mobilization 4.6% 33 1 Price $39, $39,496 $14,891 Construction added costs 10.1% 33 1 Price $90, $90,709 $34,200 Years in analysis: Total Cost: $1,798,987 $821,381 Equivalent Uniform Annual Cost: $33,500 Traveled Way Slab Replacements 1.5% 25 1,418 SY $ $177,188 $84,626 Diamond Grinding of Traveled Way 25 94,500 SY $2.42 $228,690 $109,224 Miscellaneous 23.0% 25 1 Price $93, $93,352 $44,585 Mobilization 4.9% 25 1 Price $24, $24,462 $11,683 Construction added costs 9.6% 25 1 Price $50, $50,274 $24,011 Years in analysis: Total Cost: $573,966 $274,129 Equivalent Uniform Annual Cost: $11,180
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